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Home My WebLink About4018-6M OUTLET PIPE (SEE NOTE'S 5&6) J K r -KA GFNE /-NL NOTE5 I) 5TORMI'll-TE-K DY -STORMWA-11-1-FIR, M ANA GffMffNT [NC, (5M I), FORT LAND. OREGON (800) 546-4GG-17. 2) ff It LTffP,, CARTRUDGE( ) TO Fiff '.5-IP1ON-ACTUATff D AND 5f=Lf -C-FLEA I NG. 5TANDARD DETAIL DKAWING 5�'01�/5 MAYIMUm, NUME3ffR Off CARTKIDG`-ff5, ACTUAL NUMBER REQUIRED TO 'ff 51"C[fiED ON 51TE FLAN 5 OR, IN DATA TABLE BELOW, 3) FRffCA5T VAULT -110 BE CONE5TR1,UCTFD IN ACCnpDAN/-t WITII1 A`-5TM C857 AND C856- E)ffTAIL DRANVING RfffLffCT`-- Dff5lGNIr- ITONLY, — ACTUAL DIMES '5-/ AND CONFiGUKAMO N Off TRU TUBE WILL ISE '-5HOWN ON PRODUCTION SHOP DRAMtING, 4) '.5-TRUC-TURff AND ACCff5,15- COVERS TO MEET AA-55HITO M-20 LOAD KATING. 5) 5T0KMffILTIS K 1PffQUIRff!5 2.3 FEET OF DROP FROM [INLET TO OUTLET. If Lff55 DROP l'--5-1 AVAILA BLIt-, CONTACT T -'[PING TO BE 5PECIff Iff D BY ff NGINEEK AND PROVIDED BY CONTRACTOR. PRE CA5,-r'--5TOKMff ILTER VAULT EQUIPpf=D G) INLET AND OUTLET IF 1 � I — WITf-il EITI-Ilff K COPff D OPEN I N(35 OR KNOCKOUT5 AT I NLffT AND OUT LET LOCATIONS. I I -OP I L-'NANCff ACCff 55, If A 5'MALLO'WER, c--YSTff M 115- RMUIPff D, CONTACT 5M I fOR, OTHIff R OPTION5. ALTERNATE PIPE 7" "ROVIDff MINIMUM C-LEAKANCff f- MAINT' TI A LOCAI ON (TYIP) P) AL',_'--TORMff I LTFP,�-- RE QUIRE REGULAR MAIN RE ff ff K OPERATION ND MAINT'l-NANCE: GUIDIN INES, FOR MORE INFORMAJPON. (SEE NOTE 6) 30"0 FRAME AND COVER (TYP) (SEE N OTE 4) (SEE NOTES 5&6) PROPOSED 1070'WATER MAIN W - - - - - - - - - - - - - ---------- UNDERDRAIN MANIFOLD 6"x8" STORA4FILTER- SECTION VIEW FANA STD. DETAIL 131 L M N 0 IP U Architecture CM, Tronspo atIon Engineerfrig, E on rt 8E agenjej Construction M surveyfng GENERAL NOTF5 Interior Design Nil 4 & A,: 5T0RMffILTLf-1Q, BY 5TORMWATEfR 11 ANA(—Ft, IN/-, (S -Ml'. PORTLAND. OREGON (800) X45--4GG7- 0 6 601 Valencia Avenue, Suite 250 Bre CA92823 Tel.714)940-0100 Fax: (714)940-0700 ANA Cafffi? rx ANA&MERr OUTLET &==A6 FILTRATION Landscape Architect[ re http: //"wrnidesIqn.cor800 Wishire Boulevard CART KIIS (SF -5. AC-TUAL NUMBffK REQUIRED TO BE S)PbClfIfflD ON 5[Tff PLANS OR IN DATATABLff 5ffl-OW, L BAY BAY AA, "A ...... % 3' PPff CA5T VAU LT TC) -5ff CON5TRUCT"D I N ACCOKDANCE WITIH A5TM C8'- 7 AN D 1`85 8, DffTAI L DPAV1,/[ NG RI ffLff CT5 Dff51GN I NTff NT ONLY. ) I — D, Los Angeles, California 900 213 955 9-1775 ACTUAL DIMENI.51ON5 AND CONffIGURATIr1.)1N OF 5TRU(.-,TUFE WILL Bit �--HOWN ON PRODUCTION "'HOP DRAlvViNG. :% r K, 4) 5TRUCTUBE AND ACCff-55 COVff R5 TO Mff ffT AA HTC I1-20 LOAD RATING. 7 5) 5TORMFILTER PFQUIRE5 2,-11 FffffT OF DROP FROM FILETO OUTLET. IF LE P 15AVAILAE3LE, CONTA C-15MI. 7 K r -KA GFNE /-NL NOTE5 I) 5TORMI'll-TE-K DY -STORMWA-11-1-FIR, M ANA GffMffNT [NC, (5M I), FORT LAND. OREGON (800) 546-4GG-17. 2) ff It LTffP,, CARTRUDGE( ) TO Fiff '.5-IP1ON-ACTUATff D AND 5f=Lf -C-FLEA I NG. 5TANDARD DETAIL DKAWING 5�'01�/5 MAYIMUm, NUME3ffR Off CARTKIDG`-ff5, ACTUAL NUMBER REQUIRED TO 'ff 51"C[fiED ON 51TE FLAN 5 OR, IN DATA TABLE BELOW, 3) FRffCA5T VAULT -110 BE CONE5TR1,UCTFD IN ACCnpDAN/-t WITII1 A`-5TM C857 AND C856- E)ffTAIL DRANVING RfffLffCT`-- Dff5lGNIr- ITONLY, — ACTUAL DIMES '5-/ AND CONFiGUKAMO N Off TRU TUBE WILL ISE '-5HOWN ON PRODUCTION SHOP DRAMtING, 4) '.5-TRUC-TURff AND ACCff5,15- COVERS TO MEET AA-55HITO M-20 LOAD KATING. 5) 5T0KMffILTIS K 1PffQUIRff!5 2.3 FEET OF DROP FROM [INLET TO OUTLET. If Lff55 DROP l'--5-1 AVAILA BLIt-, CONTACT T -'[PING TO BE 5PECIff Iff D BY ff NGINEEK AND PROVIDED BY CONTRACTOR. PRE CA5,-r'--5TOKMff ILTER VAULT EQUIPpf=D G) INLET AND OUTLET IF 1 � I — WITf-il EITI-Ilff K COPff D OPEN I N(35 OR KNOCKOUT5 AT I NLffT AND OUT LET LOCATIONS. I I -OP I L-'NANCff ACCff 55, If A 5'MALLO'WER, c--YSTff M 115- RMUIPff D, CONTACT 5M I fOR, OTHIff R OPTION5. ALTERNATE PIPE 7" "ROVIDff MINIMUM C-LEAKANCff f- MAINT' TI A LOCAI ON (TYIP) P) AL',_'--TORMff I LTFP,�-- RE QUIRE REGULAR MAIN RE ff ff K OPERATION ND MAINT'l-NANCE: GUIDIN INES, FOR MORE INFORMAJPON. (SEE NOTE 6) 30"0 FRAME AND COVER (TYP) (SEE N OTE 4) (SEE NOTES 5&6) PROPOSED 1070'WATER MAIN W - - - - - - - - - - - - - ---------- UNDERDRAIN MANIFOLD 6"x8" STORA4FILTER- SECTION VIEW FANA STD. DETAIL 131 L M N 0 IP U Architecture CM, Tronspo atIon Engineerfrig, E on rt 8E agenjej Construction M surveyfng GENERAL NOTF5 Interior Design Nil 4 & A,: 5T0RMffILTLf-1Q, BY 5TORMWATEfR 11 ANA(—Ft, IN/-, (S -Ml'. PORTLAND. OREGON (800) X45--4GG7- 0 6 601 Valencia Avenue, Suite 250 Bre CA92823 Tel.714)940-0100 Fax: (714)940-0700 ANA Cafffi? rx ANA&MERr Fciclli-�y Planning Urban Design F -LEANING, 5-TANDARD D-1:TAIL DIR 21 FILTER CART RID/Sf-5) TO DE 511`I-`ION-"CTUAT1=D ANDc,.,,,-LP,-/ -AWING 51-iOW5 MAXP-v1UM NUM5ff R Off Landscape Architect[ re http: //"wrnidesIqn.cor800 Wishire Boulevard CART KIIS (SF -5. AC-TUAL NUMBffK REQUIRED TO BE S)PbClfIfflD ON 5[Tff PLANS OR IN DATATABLff 5ffl-OW, L AA, "A ...... % 3' PPff CA5T VAU LT TC) -5ff CON5TRUCT"D I N ACCOKDANCE WITIH A5TM C8'- 7 AN D 1`85 8, DffTAI L DPAV1,/[ NG RI ffLff CT5 Dff51GN I NTff NT ONLY. ) I — D, Los Angeles, California 900 213 955 9-1775 ACTUAL DIMENI.51ON5 AND CONffIGURATIr1.)1N OF 5TRU(.-,TUFE WILL Bit �--HOWN ON PRODUCTION "'HOP DRAlvViNG. :% 4) 5TRUCTUBE AND ACCff-55 COVff R5 TO Mff ffT AA HTC I1-20 LOAD RATING. 7 5) 5TORMFILTER PFQUIRE5 2,-11 FffffT OF DROP FROM FILETO OUTLET. IF LE P 15AVAILAE3LE, CONTA C-15MI. I B G" INLET AND OUTLET PIPING TO 5ff 5PffC[F�ED BY ffNGINEff R AND PROVIDED By CONTRACTOR. PKff'-A--T 5TOKMffILT1ffK VAULT EQUIPPFID E —) L- — j WITH E IT Hl F R (.-�OIEC OPE N I N G5 0 KKN O(CIKOUT5 AT I N LET AND OUTLE71 LOCATI I ON15- - BALLAST FROV -,A--N(.-ff ffOR MAINTF-NANKC-ff ACCff55. IF A 5-HA1 1 IDff MINIMUM (I LEfAP-LL-OWER, 5Y5TE--M 15 RfIQUIRED, CONTACT 5MI FOR, OTMff R 0 1 ION5, (SEE NOTE 8) -ALTERNATE PIPE i 9,1 A !L-- L 5- T1 0 KM F HL-Iff R5 Rff Q U I Kff P,Lr:-- G U LA K M A 1 N T E N A N Ciff-. Kff IF ff R TO OPERA T 10 N A ANEW M A I NTff N A Fr -ff G U I D ff LI N ff 55 fO P, M 0 RF- N fO RM AT 10 N LOCATION (TYP) (SEE NOTE 6) 30 0 FRAME AND COVER F -4—T-1 (TYP) (SEE NOTE 4) I k INLET 4 COUPLING (TYP) BAY (BY CONTRACTOR' OUTLET WALL BAY 0 EI A ;4 FLOW IL R ON SPREADER B f BALLAST OUTLET PIPE--/ \�INLET PIPE (SEE NOTE 8) (SEE NOTES 5&6) EE NOTES 5*G' L N, UTILITY PLAN 1 =20' A 13 C D In G H i K L - EXI 1273.19 IE CONNECT TO EXISTING 8" SEWER PER CITY OF FONTANA STID DETAIL 125 MOW 1 N !� 96111� LINDERDRAIN M AN IF L 69 x 12 STORA4FILTER- SECTION VIEW N 3 )-3;7 EXISTING 10" WATER ADDENDUM #1 ADDENDUM #5 9-30-05 10-28-05 E - No Revision / Submissions 7� Uate PREPARED By.. AAE INCORPORATED Architecture CM, Tronspo atIon Engineerfrig, E on rt 8E agenjej Construction M surveyfng % Interior Design Nil 4 & A,: Engineering 6 601 Valencia Avenue, Suite 250 Bre CA92823 Tel.714)940-0100 Fax: (714)940-0700 ANA Cafffi? rx ANA&MERr Fciclli-�y Planning Urban Design Landscape Architect[ re http: //"wrnidesIqn.cor800 Wishire Boulevard 4 AA, "A ...... % RA OND R. ASASSI RCE 48091 DATE Los Angeles, California 900 213 955 9-1775 :% 7 EXISTING 10" WATER ADDENDUM #1 ADDENDUM #5 9-30-05 10-28-05 E - No Revision / Submissions Uate PREPARED By.. AAE INCORPORATED Architecture CM, Tronspo atIon Engineerfrig, E on rt 8E agenjej Construction M surveyfng RNL Interior Design Nil Engineering 6 601 Valencia Avenue, Suite 250 Bre CA92823 Tel.714)940-0100 Fax: (714)940-0700 Fciclli-�y Planning Urban Design Landscape Architect[ re http: //"wrnidesIqn.cor800 Wishire Boulevard Suite 400 7 RA OND R. ASASSI RCE 48091 DATE Los Angeles, California 900 213 955 9-1775 KEA- t)s